Waxhaw Wine - 8. 2017_12_05 Waxhaw Wine 1st Submittal Plans

N.C. HIGHWAY 16PROVIDENCE ROAD(60' PUBLIC R/W)PROJ. #36971 (MA10001B)NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Cover Sheet
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-1.0
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880

17-035 SHEET INDEXC-1.0 COVER SHEETC-2.0 EXISTING CONDITIONSC-3.0 OVERALL SITE PLANC-3.1SITE PLANC-3.2PAVING PLANC-4.0GRADING PLANC-4.1DETAIL GRADING PLANC-4.2STORM DRAINAGE PLANC-4.3STORM DRAINAGE PROFILEC-4.4BMP PLAN & DETAILSC-4.5 DRAINAGE AREA PLANC-5.0 UTILITY PLANC-5.1SANITARY SEWER PLAN & PROFILEC-5.2SANITARY SEWER PLAN & PROFILEC-6.0EROSION CONTROL PLAN - PHASE 1DEMOLITION PLANC-6.1EROSION CONTROL PLAN - PHASE 2C-7.0 SITE DETAILS & SPECIFICATIONSC-7.1 SITE DETAILS & SPECIFICATIONSC-7.2 SITE DETAILS & SPECIFICATIONSC-7.3 SITE DETAILS & SPECIFICATIONSC-7.4SITE DETAILS & SPECIFICATIONSC-7.5EROSION CONTROL DETAILSC-7.6EROSION CONTROL DETAILS=========================================LS-1.0REQUIRED LANDSCAPE PLANLS-1.1WET POND LANDSCAPE PLANLS-2.0PLANTING DETAILS=========================================A-201RESTAURANT ELEVATIONSA-202RESTAURANT ELEVATIONS (CONT.)A-203GALLERY ELEVATIONSA-204GALLERY ELEVATIONS (CONT.)A-205STORAGE BUILDING ELEVATIONSA-206STORAGE BUILDING ELEVATIONS (CONT.)Waxhaw Wine3401 Providence Rd Waxhaw, NC 28173VICINITY MAPCONTACT INFORMATIONOWNER:JAMES DIEHLADDRESS: 111 STRAWPOCKET LANEMOORESVILLE, NC 28117PHONE: [phone]ARCHITECT:CLUCKCONTACT: CHRIS SCORSONEADDRESS: 1523 ELIZABETH AVE, SUITE 120CHARLOTTE, NC 28204PHONE: [phone]CIVIL ENGINEER & LANDSCAPE ARCHITECT:URBAN DESIGN PARTNERSCONTACT: PAUL PENNELL, PLAADDRESS: 1318-E6 CENTRAL AVENUECHARLOTTE, NC 28205PHONE: [phone] FAX: [phone]¬GENERAL NOTES:12.05.2017
Cros
s
S
e
cti
o
n
0
1
3
=
5
1
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2'Cross Sect
ion
158 =
510.1
'BFE=509BFE=509BFE=510N.C. HIGHWAY 16PROVIDENCE ROAD(60' PUBLIC R/W)PROJ. #36971 (MA10001B)Cross Section 152 = 509.2'Cross Section 158 = 510.1'Cros
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ion
158 =
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'BFE=509BFE=509BFE=510N.C. HIGHWAY 16PROVIDENCE ROAD(60' PUBLIC R/W)PROJ. #36971 (MA10001B)Cross Section 152 = 509.2'Cross Section 158 = 510.1'NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Existing Conditions
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-2.0
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1"=60'
17-035 EXISTING CONDITIONS NOTES:
N.C. HIGHWAY 16PROVIDENCE ROAD(60' PUBLIC R/W)PROJ. #36971 (MA10001B)PRESCOTT GLENPARKWAYKEMBLY STREETNO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Overall Site Plan
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-3.0
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1"=50'
17-035 NOTES:12.05.2017
N.C. HIGHWAY 16PROVIDENCE ROAD(60' PUBLIC R/W)PROJ. #36971 (MA10001B)BUILDING 1(± 5,336 SF)BUILDING 2(± 892 SF)BUILDING 3STORAGEPRESCOTT GLENPARKWAYNO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Site Plan
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-3.1
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1"=30'
17-035 DEVELOPMENT SUMMARYTAX PARCEL ID #:06165003TOTAL SITE AREA:523,326 SF (12.01 AC)AFTER R/W DEDICATION:512,544 SF (11.77 AC)EXISTING ZONING:CD-C2PROPOSED USE:RESTAURANTRETAILYARDS:FRONT SETBACK:20'REAR YARD:20'SIDE:10'SIDE (ADJ. TO RESIDENTIAL USE):20'MAXIMUM LOT COVERAGE:80%MAXIMUM HEIGHT:45'VEHICULAR PARKING REQUIRED:RESTAURANT 21.5/ 1000 SF:83RETAIL 3.5/ 1,000 SF:3TOTAL PARKING REQ'D (MAX.):86TOTAL PARKING REQ'D (MIN.): 69TOTAL PARKING PROVIDED:86 SPACESNOTES:12.05.2017
N.C. HIGHWAY 16PROVIDENCE ROAD(60' PUBLIC R/W)PROJ. #36971 (MA10001B)NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Paving Plan
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-3.2
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1"=30'
17-035 PAVING LEGENDHEAVY DUTY ASPHALTLIGHT DUTY ASPHALTHEAVY DUTY CONCRETELIGHT DUTY CONCRETESTANDARD 1.5' CURB & GUTTER1.5' FLUSH CURB1.5' SPILL CURBTYPICAL CURB TRANSITION12.05.2017
N.C. HIGHWAY 16PROVIDENCE ROAD(60' PUBLIC R/W)PROJ. #36971 (MA10001B)NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Grading Plan
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-4.0
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1"=30'
17-035 POST CONSTRUCTION SUMMARYTAX PARCEL NUMBERS:06-165-003DEVELOPMENT TYPE: COMMERCIALSITE AREA:12.01 ACDRAINAGE AREAS: 4.48 ACEXISTING IMPERVIOUS:0EXISTING BUILT-UPON AREA:0%PROPOSED IMPERVIOUS:BUILDING/ROOF:11,330 SFASPHALT:64,086 SFCONCRETE:6,070 SFFUTURE: 4,000 SFTOTAL IMPERVIOUS:85,486 SF1.96 ACPROPOSED BUILT-UPON-AREA:44%(BASED ON 4.48 AC DRAINAGE AREA)DENSITY:HIGHDEVELOPMENT OR REDEVELOPMENT:DEVELOPMENTGRADING & STORM DRAINAGE NOTES:SEE SHEET C-4.2 FORSTORM DRAINAGE PLAN12.05.2017
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Detail Grading Plan
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-4.1
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1"=10'
17-035
12.05.2017
N.C. HIGHWAY 16PROVIDENCE ROAD(60' PUBLIC R/W)PROJ. #36971 (MA10001B)NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Storm Drainage Plan
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-4.2
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1" = 30'
17-035 SEE SHEET C-4.0 FORSTORM DRAINAGE NOTES12.05.2017
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Storm Drainage Profile
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-4.3
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1"=30'
17-035 SEE SHEET C-4.1 FORSTORM DRAINAGE PLAN12.05.2017
WATER QUALITY ORIFICE DETAIL
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineBMP Plan & Details3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-4.4James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880as shown17-035SEE SHEET LS-2.0 FOR
WET POND PLANTING
BMP INSET TABLE - WET POND
PLAN VIEW: WET POND SCALE: 1"=20'
SECTION VIEW: OUTLET STRUCTURE SCALE: NTS DETAIL: ANTI-SEEP COLLAR SCALE: NTS
GRATE TOP SCALE: NTS
SECTION VIEW: WET POND SCALE: NTS
OUTLET STRUCTURE SCALE: NTS
WET POND CONSTRUCTION SPECIFICATIONS:OPERATION & MAINTENANCE PLAN:
PLAN VIEW:DETAIL:
N.C. HIGHWAY 16PROVIDENCE ROAD(60' PUBLIC R/W)PROJ. #36971 (MA10001B)NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Utility Plan
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-5.0
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1" = 30'
17-035 SEE SHEET C-5.2 FORALL UTILITY NOTESVICINITY MAP-SUMMARY OF SEWER MAINSMATERIAL/TYPESUMMARY OF WATER MAINSNO. OF FIRE HYDRANTS:ESTIMATED SEWER FLOWS:ESTIMATED WATER FLOWS:NO. OF DOMESTIC METERS:NO. OF IRRIGATION METERS:SIZENO. OF MANHOLES:LENGTHMATERIAL/TYPESIZELENGTHSITE¬12.05.2017
NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Sanitary Sewer Plan & Profile
SSMH-1 - SSMH-5
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-5.1
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1"=40'(H) 1"=4'(V)
17-035
-
MATCHLINE - SSMH-5
SEE SHEET C-5.2 MATCHLINE - SSMH-5SEE SHEET C-5.2SEWER HATCH LEGEND:SEE SHEET C-5.2 FORALL UTILITY NOTESNOTE: ALL MANHOLELIDS TO BE SEALED12.05.2017
PROP.BLDG #1NO.
Date:
REVISIONS:BY:DATE:
Designed by:
Drawn By:1318-e6 central ave.charlotte, nc 28205urbandesignpartners.comnc firm no: P-0418sc coa no: C-03044P 704.334.3303F 704.334.3305Scale:
Project No:
Sheet No:
Waxhaw Wine
Sanitary Sewer Plan & Profile
SSMH-5 - SSMH-9
3401 Providence Rd Waxhaw, NC 28173
UDP
UDP
12.05.2017
C-5.2
James Diehl
111 Strawpocket Lane
Mooresville, NC 28117
704.280.5880
1"=40'(H) 1"=4'(V)
17-035
-
MATCHLINE - SSMH-5SEE SHEET C-5.1 MATCHLINE - SSMH-5SEE SHEET C-5.1SEWER HATCH LEGEND:UTILITY NOTES:NOTE: ALL MANHOLELIDS TO BE SEALED12.05.2017
N.C. HIGHWAY 16
PROVIDENCE ROAD
(60' PUBLIC R/W)
PROJ. #36971 (MA10001B)NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineErosion Control Plan - Phase 1Demolition Plan3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-6.0James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.58801" = 50'17-035-MAINTENANCE PLAN:
EROSION CONTROL LEGEND:
SEE SHEET C-6.1 FOR ALL
EROSION CONTROL NOTES
DENUDED AREA:
5.7 ACRES
N.C. HIGHWAY 16
PROVIDENCE ROAD
(60' PUBLIC R/W)
PROJ. #36971 (MA10001B)NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineErosion Control Plan - Phase 23401 Providence Rd Waxhaw, NC 28173UDPUDP10.16.17C-6.1James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.58801" = 30'17-035-EROSION CONTROL NOTES:
DENUDED AREA:
5.7 ACRES
EROSION CONTROL LEGEND:
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineSite Specifications & Details3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-7.0James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880nts17-035-CURB & GUTTER
TRANSITION
SCALE: NTS
PAVING CROSS SECTIONS SCALE: NTS
SCALE: NTSACCESSIBLE RAMP
NCDOT: 848.05
HELIX RACK
DERO BIKE RACK COMPANY

SCALE: NTS
SUPPLEMENTAL ACCESSIBLE SIGNAGE SCALE: NTSACCESSIBLE PARKING & SIGNAGE STANDARDS SCALE: NTS
-NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineSite Specifications & Details3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-7.1James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880nts17-035
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineSite Specifications & Details3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-7.2James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880nts17-035-
-NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineSite Specifications & Details3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-7.3James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880nts17-035
-NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineSite Details & Specifications3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-7.4James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880nts17-035
-NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineSite Details & Specifications3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-7.5James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880nts17-035
POROUS BAFFLES SCALE: NTS
NCDEQ: 6.65
MAINTENANCE:
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
SEDIMENT FENCE SCALE: NTS
NCDEQ: 6.62
MAINTENANCE:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
INSTALLATION SPECIFICATIONS:
1.THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2.INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3.INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT
THE FABRIC FROM UPSTREAM WATER PRESSURE.
4.INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5.ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES
THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE
WHEN TIGHTENED TO PREVENT SAGGING.
6.WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH THREE TIES.
7.NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
8.THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9.COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE FRONT
WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN
EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
TREE PROTECTION FENCE SCALE: NTS SCALE: NTSRIP RAP APRON FLARED END SECTION
12" THROUGH 72" PIPE
SKIMMER BASIN SCALE: NTS
NCDEQ: 6.64
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineErosion Control Details3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-7.6James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880nts17-035-
-CONCRETE WASHOUT SCALE: NTS
SEEDING SCHEDULENCDEQ STABILIZATION CHART
CATCH BASIN INLET PROTECTION SCALE: NTS
SECTION INSTALLATION
STONE SILT FENCE OUTLET
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineErosion Control Details3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017C-7.7James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880nts17-035
N.C. HIGHWAY 16
PROVIDENCE ROAD
(60' PUBLIC R/W)
PROJ. #36971 (MA10001B)
CKO
7
CCF
2
LCR
7
MCL
20
QNU
3
QNU
4
AEA
5
MCL
107
CRC
6
QNU
6
QSH
2
GBI
1
QNU
2
UPP
3
QNU
2
CCF
3
ICB
66
LCR
21
ICB
23
ICB
21
CKO
2
UPP
2
CCF
3
QNU
3
QNU
3
MCL
20
LCR
18
UPP
4
CRC
1
UPP
4
AEA
10
AEA
5
CCF
1
AEA
5
QNU
3
AEA
5
AEA
5
CCF
3
QSH
2
LCR
31
AEA
5
CDE
1
LCR
47
LCR
13
CRC
1
UPP
1
MGC
1
PYA
1
LCR
18
MGC
3
LCR
29
CKO
7
CCF
2
LCR
7
MCL
20
QNU
3
QNU
4
AEA
5
MCL
107
CRC
6
QNU
6
QSH
2
GBI
1
QNU
2
UPP
3
QNU
2
CCF
3
ICB
66
LCR
21
ICB
23
ICB
21
CKO
2
UPP
2
CCF
3
QNU
3
QNU
3
MCL
20
LCR
18
UPP
4
CRC
1
UPP
4
AEA
10
AEA
5
CCF
1
AEA
5
QNU
3
AEA
5
AEA
5
CCF
3
QSH
2
LCR
31
AEA
5
CDE
1
LCR
47
LCR
13
CRC
1
UPP
1
MGC
1
PYA
1
LCR
18
MGC
3
LCR
29
TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL SIZE REMARKS
CDE 1 CEDRUS DEODARA / DEODAR CEDAR B & B 2"CAL 12`-14` HT SPECIMEN, FULL TO GROUND
CCF 12 CERCIS CANADENSIS `FOREST PANSY` TM / FOREST PANSY REDBUD B & B 2"CAL 8`-10` HT FULL CROWN, HEALTHY FOLIAGE, CENTRAL LEADER
CRC 10 CHIONANTHUS RETUSUS `CHINA SNOW` / CHINESE FRINGE TREE B & B 2"CAL 8`-10` HT CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
CKO 9 CORNUS KOUSA / KOUSA DOGWOOD B & B 2"CAL 8`-10` HT SPECIMEN
GBI 1 GINKGO BILOBA / MAIDENHAIR TREE B & B 3"CAL 12`-14` HT STRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
MGC 4 MAGNOLIA GRANDIFLORA `CLAUDIA WANNAMAKER` / CLAUDIA W. MAGNOLIA B & B 3"CAL 10`-12` HT SPECIMEN, FULL TO GROUND
PYA 1 PRUNUS X YEDOENSIS `AFTERGLOW` / AFTERGLOW YOSHINO CHERRY B & B 2"CAL 8`-10` HT STRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
QNU 27 QUERCUS NUTTALLII / NUTTALL OAK B & B 2"CAL 10`-12` HT STRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
QSH 4 QUERCUS SHUMARDII / SHUMARD OAK B & B 2"CAL 10`-12` HT FULL CROWN, HEALTHY FOLIAGE, CENTRAL LEADER, STRAIGHT TRUNK
UPP 14 ULMUS AMERICANA `PRINCETON` / AMERICAN ELM B & B 2"CAL 10`-12` HT FULL CROWN, GOOD FOLIAGE, CENTRAL LEADER, STRAIGHT TRUNK
SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT MIN HEIGHT MIN WIDTH SPACING REMARKS
AEA 40 AZALEA ENCORE `AUTUMN BRAVO` TM / AUTUMN BRAVO AZALEA 3 GAL 18"18"+/- 4` OC FULL, ADJUST SPACING PER PLANS
ICB 110 ILEX CORNUTA `BURFORDII` / BURFORD CHINESE HOLLY 3 GAL 18"18"+/- 4` OC FULL, HEALTHY FOLIAGE
LCR 184 LOROPETALUM CHINENSE RUBRUM `RUBY` / LOROPETALUM 3 GAL 18"18"+/- 5` OC FULL, HEALTHY FOLIAGE
MCL 147 MUHLENBERGIA CAPILLARIS `LENCA` / REGAL MIST PINK MUHLY 3 GAL +/- 3` OC FULL, ADJUST SPACING PER PLANS
PLANT SCHEDULE
TREES CODE QTY BOTANICAL NAME / COMMON NAME CONT CAL SIZE REMARKS
CDE 1 CEDRUS DEODARA / DEODAR CEDAR B & B 2"CAL 12`-14` HT SPECIMEN, FULL TO GROUND
CCF 12 CERCIS CANADENSIS `FOREST PANSY` TM / FOREST PANSY REDBUD B & B 2"CAL 8`-10` HT FULL CROWN, HEALTHY FOLIAGE, CENTRAL LEADER
CRC 10 CHIONANTHUS RETUSUS `CHINA SNOW` / CHINESE FRINGE TREE B & B 2"CAL 8`-10` HT CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
CKO 9 CORNUS KOUSA / KOUSA DOGWOOD B & B 2"CAL 8`-10` HT SPECIMEN
GBI 1 GINKGO BILOBA / MAIDENHAIR TREE B & B 3"CAL 12`-14` HT STRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
MGC 4 MAGNOLIA GRANDIFLORA `CLAUDIA WANNAMAKER` / CLAUDIA W. MAGNOLIA B & B 3"CAL 10`-12` HT SPECIMEN, FULL TO GROUND
PYA 1 PRUNUS X YEDOENSIS `AFTERGLOW` / AFTERGLOW YOSHINO CHERRY B & B 2"CAL 8`-10` HT STRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
QNU 27 QUERCUS NUTTALLII / NUTTALL OAK B & B 2"CAL 10`-12` HT STRAIGHT TRUNK, CENTRAL LEADER, GOOD FOLIAGE, FULL CROWN
QSH 4 QUERCUS SHUMARDII / SHUMARD OAK B & B 2"CAL 10`-12` HT FULL CROWN, HEALTHY FOLIAGE, CENTRAL LEADER, STRAIGHT TRUNK
UPP 14 ULMUS AMERICANA `PRINCETON` / AMERICAN ELM B & B 2"CAL 10`-12` HT FULL CROWN, GOOD FOLIAGE, CENTRAL LEADER, STRAIGHT TRUNK
SHRUBS CODE QTY BOTANICAL NAME / COMMON NAME CONT MIN HEIGHT MIN WIDTH SPACING REMARKS
AEA 40 AZALEA ENCORE `AUTUMN BRAVO` TM / AUTUMN BRAVO AZALEA 3 GAL 18"18"+/- 4` OC FULL, ADJUST SPACING PER PLANS
ICB 110 ILEX CORNUTA `BURFORDII` / BURFORD CHINESE HOLLY 3 GAL 18"18"+/- 4` OC FULL, HEALTHY FOLIAGE
LCR 184 LOROPETALUM CHINENSE RUBRUM `RUBY` / LOROPETALUM 3 GAL 18"18"+/- 5` OC FULL, HEALTHY FOLIAGE
MCL 147 MUHLENBERGIA CAPILLARIS `LENCA` / REGAL MIST PINK MUHLY 3 GAL +/- 3` OC FULL, ADJUST SPACING PER PLANS
PLANT SCHEDULE
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineLandscape Plan3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017LS-1.0James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.58801"=50'17-035LANDSCAPE REQUIREMENTS:
LANDSCAPE NOTES:
LANDSCAPE MAINTENANCE:
12.05.2017
CDA
23,612 sf
AIN
37
CTE
41
AIN
34
CTE
89
EDU
59
CTE
48
CTE
42
EDU
59
CTE
41
EDU
59
EDU
59
CTE
83
CTE
41
AIN
141
CDA
23,612 sf
AIN
37
CTE
41
AIN
34
CTE
89
EDU
59
CTE
48
CTE
42
EDU
59
CTE
41
EDU
59
EDU
59
CTE
83
CTE
41
AIN
141
SOD/SEED CODE QTY BOTANICAL NAME / COMMON NAME CONT SPACING
CDA 23,612 SF CYNODON DACTYLON `TIF 419` / BERMUDA GRASS SOD
WET POND PLANTINGS CODE QTY BOTANICAL NAME / COMMON NAME CONT SPACING
AIN 212 ASCLEPIAS INCARNATA / SWAMP MILKWEED 4CU/IN PLUG 20" o.c.
CTE 385 CAREX TENERA / QUILL SEDGE 4CU/IN PLUG 24" o.c.
EDU 236 EUPATORIADELPHUS DUBIUS / DWARF JOE PYE WEED 4CU/IN PLUG 20" o.c.
PLANT SCHEDULE WET POND
SOD/SEED CODE QTY BOTANICAL NAME / COMMON NAME CONT SPACING
CDA 23,612 SF CYNODON DACTYLON `TIF 419` / BERMUDA GRASS SOD
WET POND PLANTINGS CODE QTY BOTANICAL NAME / COMMON NAME CONT SPACING
AIN 212 ASCLEPIAS INCARNATA / SWAMP MILKWEED 4CU/IN PLUG 20" o.c.
CTE 385 CAREX TENERA / QUILL SEDGE 4CU/IN PLUG 24" o.c.
EDU 236 EUPATORIADELPHUS DUBIUS / DWARF JOE PYE WEED 4CU/IN PLUG 20" o.c.
PLANT SCHEDULE WET POND
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineWet Pond Landscape Plan3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017LS-1.1James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.58801"=20'17-035LANDSCAPE REQUIREMENTS:
12.05.2017
NO.Date:REVISIONS:BY:DATE:Designed by:Drawn By:1318-e6 central ave.
charlotte, nc 28205
urbandesignpartners.com
nc firm no: P-0418
sc coa no: C-03044
P 704.334.3303
F 704.334.3305
Scale:Project No:Sheet No:Waxhaw WineLandscape Details3401 Providence Rd Waxhaw, NC 28173UDPUDP12.05.2017LS-2.0James Diehl111 Strawpocket LaneMooresville, NC 28117704.280.5880nts17-035TREE PLANTING
SINGLE AND MULTI-STEM TREES
SCALE: NTS
CLDSM: 40.01
SHRUB PLANTING BED SCALE: NTS